摘要
主要介绍港珠澳大桥沉管预制厂深浅坞挡水构筑物及其止水系统设计。挡水构筑物主要由防渗处理过的原状岩石山体和重力式沉箱拦水坝结构组成。止水系统设计的重点包含重力式沉箱拦水坝和岩石坝基之间的防渗,拦水坝结构与原状岩石山体连接处的防渗以及原状岩石山体的防渗处理。主要采用注浆防渗的处理方法,结合预埋Z9-30橡胶止水带以及现浇素混凝土等进行防渗设计。
Mainly introduces the structure design of the deep＆shallow basin water-stop bund and water-stop system for Hongkong-Zhuhai-Macao Bridge temporary casting yard for tunnel elements in Guishan. The water-stop bound is mainly composed of Anti-seepage processed undisturbed rock and caisson gravity dam. The key design of water-stop system includes the Anti-seepage treatment between caisson gravity dam and rock foundation,the joint between caisson gravity dam and undisturbed rock,and the treatment to undisturbed rocks. The mainly anti-seepage treatment is grouting combination with embedded Z9-30 rubber water-stop and casting plan concrete,etc.
出处
《港工技术》
2014年第6期42-46,共5页
Port Engineering Technology
关键词
沉管预制厂
沉箱
止水系统
防渗处理
temporary casting yard for tunnel elements
caisson
water-stop system
anti-seepage treat-ment
